Pile response due to unsupported excavation-induced lateral soil movement

Canadian Geotechnical Journal

Volumn 33, Issue 4, 1996, Pages 670-677

  Poulos, H G ^a   Chen, L T ^a  

^a NONE

Author keywords

Analysis; Boundary element; Excavation; Finite element; Pile; Soil movement

Indexed keywords

BENDING (DEFORMATION); BOUNDARY ELEMENT METHOD; CLAY; DEFLECTION (STRUCTURES); ENGINEERING GEOLOGY; EXCAVATION; FINITE ELEMENT METHOD; GRAPHIC METHODS; LOADS (FORCES); PARAMETER ESTIMATION; PILES; SOILS;

DESIGN CHART; PILE BENDING MOMENTS; PILE RESPONSE; SOIL MOVEMENT;

DYNAMIC RESPONSE;

BOUNDARY ELEMENT METHOD; FINITE ELEMENT METHOD; PILE RESPONSE; SOIL MOVEMENT; SOIL/STRUCTURE INTERACTION;

EID: 0030208651     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t96-091-312     Document Type: Article

References (6)

1. Chen, L.T. 1994. The effect of lateral soil Movements on pile foundations. Ph.D. thesis, The University of Sydney, Sydney, Australia.
2. Chu, Y.K. 1994. A failure case study of island method excavation in soft clay. Proceedings, International Conference on Design and Construction of Deep Foundations, Vol. III, pp. 1216-1230.
3. Hashash, Y.M.A., and Whittle, A.J. 1992. Analysis of braced diaphram walls in deep deposits of clay. Massachusetts Institute of Technology, Cambridge, Research Report R92-19.
4. Poulos, H.G., and Chen, L.T. 1995. Pile response due to excavation-induced lateral soil movement. Journal of Geotechnical Engineering, ASCE. In press.
5. Poulos, H.G., and Davis, E.H. 1980. Pile foundation analysis and design. John Wiley & Sons Inc., New York.
6. Poulos, H.G., Chen, L.T., and Hull, T.H. 1995. Model tests on single piles subjected to lateral soil movement. Soils and Foundations, 35(4): 85-92.